Upload
jeemonvg
View
110
Download
2
Tags:
Embed Size (px)
DESCRIPTION
design
Citation preview
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 1/53
ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR
Prepaird by Jeemon V G (sree buddha college of engineering ,pattoor,alappuzha)
INPUT
BEAM MEMBER :
COLUMN MEMBER :
CLEAT ANGLE :
WASHER PLATE :
SHEAR FORCE Vu :
ISMB 200
ISLC 225
ISA 100x75x10
CLEARENCE :
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 2/53
INPUT
BEAM ISMB 400
COLUMN IS MB 450
ANGLE ISA 65 65 6 100
PLATE 50 100 #N/A
CLEARENCE 10
FACTORED SHEAR 140
AZSD
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 3/53
I-Sections Channel
ISLB 400 ISMC 400
56.9 kg/m 49.4
72.43 cm2
62.93
400 mm 400
165 mm 100
12.5 mm 15.3
8 mm 8.6
19306.3 cm4
2.42
716.4 cm4
15082.8
16.33 cm 504.8
3.15 cm 15.48
965.3 cm3
2.83
86.8 cm3
754.1
66.6
332.8
33.6
45.710.1
60
70
28
Maximum size of Flange
Rivet
ConnectionDetails
h1
h2
b1/2
C
g
g1
Modulli of
SectionZxx cm
3 Raddi of Gyration r yy
Zyy cm3 Modulli of Section Zxx
Modulli of Section Zyy
Moment of
Inertia
Ixx Centre of Gravity Cyy
Iyy cm4
Ixx cm4
Raddi of
Gyration
r xx cm Iyy cm4
r yy cm Raddi of Gyration r xx
Thickness of Flange (tf ) Thickness of Flange (tf )
Thickness of Web (tw) Thickness of Web (tw)
Depth of Section (h) Depth of Section (h)
Width of flange (b) Width of flange (b)
Sectional Area (a) Sectional Area (a)
Weight per Meter (w) Weight per Meter (w)
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 4/53
T - Section
ISJT 100
kg/m 5 kg/m
cm2
6.32 cm2
mm 100 mm
mm 60 mm
mm 5 mm
mm 3.4 mm Centre of
mm 2.81 cm
cm4
63.5 cm4 Distance
cm4
8.6 cm4
cm 3.17 cm
cm 1.17 cm
cm3
8.8 cm3
cm3
2.9 cm3
mm
mm
mmmm
mm
mm
mm
Product
Zyy cm3
Raddi of
Modulli
Momentr yy cm
Modulli of
SectionZxx cm
3
Centre of Gravity Cyy
Moment of
InertiaIxx cm
4
Iyy cm4
Raddi of Gyration
r xx cm
Thickness of Flange (tf ) Thickn
Thickness of Web (tw)
Depth of Section (h) Widt
Width of flange (b) Heig
Sectional Area (a) Sec
Weight per Meter (w) Weig
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 5/53
Angle
20kg/m
25.52 cm2
150 mm
115 mm
10 mm
Cxx cm 4.55 cm
Cyy cm 2.82 cm
exx cm 10.45 cm
eyy cm 8.68 cm
Ixx cm4
573.3 cm4
Iyy cm4
293.4 cm4
Iuu cm4
714.3 cm4
Ivv cm4
152.4 cm4
r xx cm 4.74 cm
r yy cm 3.39 cm
r uu cm5.29
cmr vv cm 2.44 cm
Zxx cm3
54.9 cm3
Zyy cm3 33.8 cm
241 cm4
of Inertia Ixy cm4
Gyration
f Section
of Inertia
ess of Section (t)
of Section (b)
t of Section (h)
ional Area (a)
ISA 150x115x10
t per Meter (w)
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 6/53
Type of Section
I-Sections C-Sections T-Sections A
ISJB ISJC ISNT
ISLB ISLC ISHT U
ISMB ISMC ISST Equal
ISWB ISLT Unequal
ISHB ISJT
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 7/53
gle Sections
Equal Angles
nequal Angles
ngles Back to Back
Angles Back to Back
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 8/53
Weight
per
Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)
kg cm2 mm mm mm mm
Designation k cm2 mm mm mm2 mm3 Ixx cm4 I cm4 rxx cm r cm Zxx cm3 Z cm3ISHB 150 27.1 34.48 150 150 9 5.4 1455.6 431.7 6.5 3.54 194.1 57.6
ISHB 150 30.6 38.98 150 150 9 8.4 1540 460.3 6.29 3.44 205.3 60.2
ISHB 150 34.6 44.08 150 150 9 11.8 1635.6 494.9 6.09 3.35 218.1 63.2
ISHB 200 37.3 47.54 200 200 9 6.1 3608.4 967.1 8.71 4.51 360.8 96.7
ISHB 200 40 50.94 200 200 9 7.8 3721.8 994.6 8.55 4.42 372.2 98.6
ISHB 225 43.1 54.94 225 225 9.1 6.5 5279.5 1353.8 9.8 4.96 469.3 120.3
ISHB 225 46.8 59.66 225 225 9.1 8.6 5478.8 1396.6 9.58 4.84 487 123
ISHB 250 51 64.96 250 250 9.7 6.9 7736.5 1961.3 10.91 5.49 618.9 156.9
ISHB 250 54.7 69.71 250 250 9.7 8.8 7983.9 2011.7 10.7 5.37 638.7 159.7
ISHB 300 58.8 74.85 300 250 10.6 7.6 12345.2 2193.6 12.95 5.41 836.3 175.5
ISHB 300 63 80.25 300 250 10.6 9.4 12950.2 2246.7 12.7 5.29 863.3 178.4
ISHB 350 67.4 85.91 350 250 11.6 8.3 19159.7 2451.4 14.93 5.34 1094.8 196.1
ISHB 350 72.4 92.21 350 250 11.6 10.1 19802.8 2510.5 14.65 5.22 1131.6 199.4
ISHB 400 77.4 98.66 400 250 12.7 9.1 28083.5 2728.3 16.87 5.26 1404.2 218.3
ISHB 400 82.2 104.66 400 250 12.7 10.6 28823.5 2783 16.61 5.16 1444.2 221.3
ISHB 450 87.2 111.14 450 250 13.7 9.8 39210.8 2985.2 18.78 5.18 1742.7 238.8
ISHB 450 92.5 117.89 450 250 13.7 11.3 40349.9 3045 18.5 5.08 1793.3 242.1ISJB 150 7.1 9.01 150 50 4.6 3 322.1 9.2 5.98 1.01 42.9 3.7
ISJB 175 8.1 10.28 175 50 4.8 3.2 479.3 9.7 6.83 0.97 54.8 3.9
ISJB 200 9.9 12.64 200 60 5 3.4 780.7 17.3 7.86 1.17 78.1 5.8
ISJB 225 12.8 16.28 225 80 5 3.7 1308.5 40.5 8.97 1.58 116.3 10.1
ISLB 100 8 10.21 100 50 6.4 4 168 12.7 4.06 1.12 33.6 5.1
ISLB 125 11.9 15.12 125 75 6.5 4.4 406.8 43.4 5.19 1.69 65.1 11.6
ISLB 150 14.2 18.08 150 80 6.8 4.8 688.2 55.2 6.17 1.75 91.8 13.8
ISLB 175 16.7 21.3 175 90 6.9 5.1 1096.2 79.6 7.17 1.93 125.3 17.7
ISLB 200 19.8 25.27 200 100 7.3 5.4 1696.6 115.4 8.19 2.13 169.7 23.1
ISLB 225 23.5 29.92 225 100 8.6 5.8 2501.9 112.7 9.15 1.94 222.4 22.5
ISLB 250 27.9 35.53 250 125 8.2 6.1 3717.8 193.4 10.23 2.33 297.4 30.9ISLB 275 33 42.02 275 140 8.8 6.4 5375.3 287 11.31 2.61 392.4 41
ISLB 300 37.7 48.08 300 150 9.4 6.7 7332.9 376.2 12.35 2.8 488.9 50.2
ISLB 325 43.1 54.9 325 165 9.8 7 9874.6 510.8 13.41 3.05 607.7 61.9
ISLB 350 49.5 63.01 350 165 11.4 7.4 13158.3 631.9 14.45 3.17 751.9 76.6
ISLB 400 56.9 72.43 400 165 12.5 8 19306.3 716.4 16.33 3.15 965.3 86.8
ISLB 450 65.3 83.14 450 170 13.4 8.6 27536.1 853 18.2 3.2 1223.8 100.4
ISLB 500 75 95.5 500 180 14.1 9.2 38579 1063.9 20.1 3.34 1543.2 118.2
ISLB 550 86.3 109.97 550 190 15 9.9 53161.6 1335.1 21.99 3.48 1933.2 140.5
ISLB 600 99.5 126.69 600 210 15.5 10.5 72867.6 1821.9 23.98 3.79 2428.9 173.5
ISLB 75 6.1 7.71 75 50 5 3.7 72.7 10 3.07 1.14 19.4 4
ISMB 100 11.5 14.6 100 75 7.2 4 257.5 40.8 4.2 1.67 51.5 10.9ISMB 125 13 16.6 125 75 7.6 4.4 449 43.7 5.2 1.62 71.8 11.7
ISMB 150 14.9 19 150 80 7.6 4.8 726.4 52.6 6.18 1.66 96.9 13.1
ISMB 175 19.3 24.62 175 90 8.6 5.5 1272 85 7.19 1.86 145.4 18.9
ISMB 200 25.4 32.33 200 100 10.8 5.7 2235.4 150 8.32 2.15 223.5 30
ISMB 225 31.2 39.72 225 110 11.8 6.5 3441.8 218.3 9.31 2.34 305.9 39.7
ISMB 250 37.3 47.55 250 125 12.5 6.9 5131.6 334.5 10.39 2.65 410.5 53.5
ISMB 300 44.2 56.26 300 140 12.4 7.5 8603.6 453.9 12.37 2.84 573.6 64.8
ISMB 350 52.4 66.71 350 140 14.2 8.1 13630.3 537.7 14.29 2.84 778.9 76.8
ISMB 400 61.6 78.46 400 140 16 8.9 20458.4 422.1 16.15 2.82 1022.9 88.9
ISMB 450 72.4 92.27 450 150 17.4 9.4 30390.8 834 18.15 3.01 1350.7 111.2
ISMB 500 86.9 110.74 500 180 17.2 10.2 45218.3 1369.8 20.21 3.52 1808.7 152.2
ISMB 550 103.7 132.11 550 190 19.3 11.2 64893.6 1833.8 22.16 3.73 2359.8 193
ISMB 600 122.6 156.21 600 210 20.8 12 91813 2651 24.24 4.12 3060.4 252.5
ISWB 150 17 21.67 150 100 7 5.4 839.1 94.8 6.22 2.09 111.9 19
ISWB 175 22 1 28 11 175 125 7 4 5 8 1509 4 188 6 7 33 2 59 172 5 30 2
Designation Moment of Inertia Raddi of Gyration Modulli of Section
Ixx cm4
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 9/53
ISLC 175 17.6 22.4 175 75 9.5 5.1 1148.4 126.5 7.16 2.38 131.3 24.8
ISLC 200 20.6 26.22 200 75 10.8 5.5 1725.5 146.9 8.11 2.37 172.6 28.5
ISLC 225 24 30.53 225 90 10.2 5.8 2547.9 209.5 9.14 2.62 226.5 32
ISLC 250 28 35.65 250 100 10.7 6.1 3687.9 298.4 10.17 2.89 295 40.9
ISLC 300 33.1 42.11 300 100 11.6 6.7 6047.9 346 11.98 2.87 403.2 46.4
ISLC 350 38.8 49.47 350 100 12.5 7.4 9312.6 394.6 13.72 2.82 532.1 52
ISLC 400 45.7 58.25 400 100 14 8 13989.5 460.4 15.5 2.81 699.5 60.2
ISMC 75 6.8 8.67 75 40 7.3 4.4 76 12.6 2.96 1.21 20.3 4.7
ISMC 100 9.2 11.7 100 50 7.5 4.7 186.7 25.9 4 1.49 37.3 7.5
ISMC 125 12.7 16.19 125 65 8.1 5 416.4 59.9 5.07 1.92 66.6 13.1
ISMC 150 16.4 20.88 150 75 9 5.4 779.4 102.3 6.11 2.21 103.9 19.4
ISMC 175 19.1 24.38 175 75 10.2 5.7 1223.3 121 7.08 2.23 139.8 22.8
ISMC 200 22.1 28.21 200 75 11.4 6.1 1819.3 140.4 8.03 2.23 181.9 26.3
ISMC 225 25.9 33.01 225 80 12.4 6.4 2694.6 187.2 9.03 2.38 239.5 32.8
ISMC 250 30.4 38.67 250 80 14.1 7.1 3816.8 219.1 9.94 2.38 305.3 38.4
ISMC 300 35.8 45.64 300 90 13.6 7.6 6362.8 310.8 11.81 2.61 424.2 46.8ISMC 350 42.1 53.66 350 100 13.5 8.1 10008 430.6 13.66 2.83 571.9 51
ISMC 400 49.4 62.93 400 100 15.3 8.6 15082.8 504.8 15.48 2.83 754.1 66.6
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 10/53
Weight per
Meter (w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange
(b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)kg cm
2 mm mm mm mm
ISJB 150 7.1 9.01 150 50 4.6 3 322.1
ISJB 175 8.1 10.28 175 50 4.8 3.2 479.3
ISJB 200 9.9 12.64 200 60 5 3.4 780.7
ISJB 225 12.8 16.28 225 80 5 3.7 1308.5
BACK
Designation Moment
Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 11/53
9.2 5.98 1.01 42.9 3.7
9.7 6.83 0.97 54.8 3.9
17.3 7.86 1.17 78.1 5.8
40.5 8.97 1.58 116.3 10.1
of Inertia Raddi of Gyration Modulli of Section
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 12/53
Weight
per
Meter (w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)
kg cm2 mm mm mm mm
ISLB 75 6.1 7.71 75 50 5 3.7 72.7 10
ISLB 100 8 10.21 100 50 6.4 4 168 12.7ISLB 125 11.9 15.12 125 75 6.5 4.4 406.8 43.4
ISLB 150 14.2 18.08 150 80 6.8 4.8 688.2 55.2
ISLB 175 16.7 21.3 175 90 6.9 5.1 1096.2 79.6
ISLB 200 19.8 25.27 200 100 7.3 5.4 1696.6 115.4
ISLB 225 23.5 29.92 225 100 8.6 5.8 2501.9 112.7
ISLB 250 27.9 35.53 250 125 8.2 6.1 3717.8 193.4
ISLB 275 33 42.02 275 140 8.8 6.4 5375.3 287
ISLB 300 37.7 48.08 300 150 9.4 6.7 7332.9 376.2
ISLB 325 43.1 54.9 325 165 9.8 7 9874.6 510.8
ISLB 350 49.5 63.01 350 165 11.4 7.4 13158.3 631.9
ISLB 400 56.9 72.43 400 165 12.5 8 19306.3 716.4
ISLB 450 65.3 83.14 450 170 13.4 8.6 27536.1 853
ISLB 500 75 95.5 500 180 14.1 9.2 38579 1063.9
ISLB 550 86.3 109.97 550 190 15 9.9 53161.6 1335.1
ISLB 600 99.5 126.69 600 210 15.5 10.5 72867.6 1821.9
BACK
Designation Moment of Inertia
Ixx cm4
Iyy cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 13/53
3.07 1.14 19.4 4
4.06 1.12 33.6 5.15.19 1.69 65.1 11.6
6.17 1.75 91.8 13.8
7.17 1.93 125.3 17.7
8.19 2.13 169.7 23.1
9.15 1.94 222.4 22.5
10.23 2.33 297.4 30.9
11.31 2.61 392.4 41
12.35 2.8 488.9 50.2
13.41 3.05 607.7 61.9
14.45 3.17 751.9 76.6
16.33 3.15 965.3 86.8
18.2 3.2 1223.8 100.4
20.1 3.34 1543.2 118.2
21.99 3.48 1933.2 140.5
23.98 3.79 2428.9 173.5
Raddi of Gyration Modulli of Section
r xx cm r yy cm Zxx cm3
Zyy cm3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 14/53
Weight
per Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)
kg cm2 mm mm mm mm
ISMB 100 11.5 14.6 100 75 7.2 4 257.5 1.67
ISMB 125 13 16.6 125 75 7.6 4.4 449 1.62
ISMB 150 14.9 19 150 80 7.6 4.8 726.4 1.66
ISMB 175 19.3 24.62 175 90 8.6 5.5 1272 1.86
ISMB 200 25.4 32.33 200 100 10.8 5.7 2235.4 2.15
ISMB 225 31.2 39.72 225 110 11.8 6.5 3441.8 2.34
ISMB 250 37.3 47.55 250 125 12.5 6.9 5131.6 2.65
ISMB 300 44.2 56.26 300 140 12.4 7.5 8603.6 2.84
ISMB 350 52.4 66.71 350 140 14.2 8.1 13630.3 2.84
ISMB 400 61.6 78.46 400 140 16 8.9 20458.4 2.82
ISMB 450 72.4 92.27 450 150 17.4 9.4 30390.8 3.01
ISMB 500 86.9 110.74 500 180 17.2 10.2 45218.3 3.52
ISMB 550 103.7 132.11 550 190 19.3 11.2 64893.6 1833.8
ISMB 600 122.6 156.21 600 210 20.8 12 91813 2651
BACK
Designation Moment of Inertia
Ixx cm4
Iyy cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 15/53
4.2 1.67 51.5 10.9
5.2 1.62 71.8 11.7
6.18 1.66 96.9 13.1
7.19 1.86 145.4 18.9
8.32 2.15 223.5 30
9.31 2.34 305.9 39.7
10.39 2.65 410.5 53.5
12.37 2.84 573.6 64.8
14.29 2.84 778.9 76.8
16.15 2.82 1022.9 88.9
18.15 3.01 1350.7 111.2
20.21 3.52 1808.7 152.2
22.16 3.73 2359.8 193
24.24 4.12 3060.4 252.5
Raddi of Gyration Modulli of Section
r xx cm r yy cm Zxx cm3
Zyy cm3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 16/53
Weight
per Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)kg cm
2 mm mm mm mm
ISWB 150 17 21.67 150 100 7 5.4 839.1 94.8
ISWB 175 22.1 28.11 175 125 7.4 5.8 1509.4 188.6
ISWB 200 28.8 36.71 200 140 9 6.1 2624.5 328.8
ISWB 225 33.9 43.24 225 150 9.9 6.4 3920.5 448.6
ISWB 250 40.9 52.05 250 200 9 6.7 5943.1 857.5
ISWB 300 48.1 61.33 300 200 10 7.4 9821.6 990.1
ISWB 350 56.9 72.5 350 200 11.4 8 15521.7 1175.9
ISWB 400 66.7 85.01 400 200 13 8.6 23426.7 1388
ISWB 450 79.4 101.15 450 200 15.4 9.2 35057.6 1706.7
ISWB 500 95.2 121.22 500 250 14.7 9.9 52290.9 2987.8
ISWB 550 112.5 143.34 550 250 17.6 10.5 74906.1 3740.6
ISWB 600 133.7 170.38 600 250 21.3 11.2 106198.5 4702.5
ISWB 600 145.1 184.86 600 250 23.6 11.8 115626.6 5298.3
BACK
Designation Moment of Inertia
Ixx cm4
Iyy cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 17/53
6.22 2.09 111.9 19
7.33 2.59 172.5 30.2
8.46 2.99 262.5 47
9.52 3.22 348.5 59.8
10.69 4.06 475.4 85.7
12.66 4.02 654.8 99
14.63 4.03 887 117.6
16.6 4.04 1711.3 138.8
18.63 4.11 1558.1 170.7
20.77 4.96 2091.6 239
22.86 5.11 2723.9 299.2
24.97 5.25 3540 376.2
25.01 5.35 3854.2 423.9
Raddi of Gyration Modulli of Section
r xx cm r yy cm Zxx cm3
Zyy cm3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 18/53
Weight
per Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)kg cm
2 mm mm mm mm
ISHB 150 27.1 34.48 150 150 9 5.4 1455.6 431.7
ISHB 150 30.6 38.98 150 150 9 8.4 1540 460.3
ISHB 150 34.6 44.08 150 150 9 11.8 1635.6 494.9
ISHB 200 37.3 47.54 200 200 9 6.1 3608.4 967.1
ISHB 200 40 50.94 200 200 9 7.8 3721.8 994.6
ISHB 225 43.1 54.94 225 225 9.1 6.5 5279.5 1353.8
ISHB 225 46.8 59.66 225 225 9.1 8.6 5478.8 1396.6
ISHB 250 51 64.96 250 250 9.7 6.9 7736.5 1961.3
ISHB 250 54.7 69.71 250 250 9.7 8.8 7983.9 2011.7
ISHB 300 58.8 74.85 300 250 10.6 7.6 12345.2 2193.6
ISHB 300 63 80.25 300 250 10.6 9.4 12950.2 2246.7
ISHB 350 67.4 85.91 350 250 11.6 8.3 19159.7 2451.4
ISHB 350 72.4 92.21 350 250 11.6 10.1 19802.8 2510.5
ISHB 400 77.4 98.66 400 250 12.7 9.1 28083.5 2728.3
ISHB 400 82.2 104.66 400 250 12.7 10.6 28823.5 2783
ISHB 450 87.2 111.14 450 250 13.7 9.8 39210.8 2985.2
ISHB 450 92.5 117.89 450 250 13.7 11.3 40349.9 3045
BACK
Designation Moment of Inertia
Ixx cm4
Iyy cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 19/53
6.5 3.54 194.1 57.6
6.29 3.44 205.3 60.2
6.09 3.35 218.1 63.2
8.71 4.51 360.8 96.7
8.55 4.42 372.2 98.6
9.8 4.96 469.3 120.3
9.58 4.84 487 123
10.91 5.49 618.9 156.9
10.7 5.37 638.7 159.7
12.95 5.41 836.3 175.5
12.7 5.29 863.3 178.4
14.93 5.34 1094.8 196.1
14.65 5.22 1131.6 199.4
16.87 5.26 1404.2 218.3
16.61 5.16 1444.2 221.3
18.78 5.18 1742.7 238.8
18.5 5.08 1793.3 242.1
Raddi of Gyration Modulli of Section
r xx cm r yy cm Zxx cm3
Zyy cm3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 20/53
Weight
per
Mete
(w)
Section
al Area
(a)
Depth of
Section
(h)
Width of
flange (b)
Thicknes
s of
Flange
(tf )
Thicknes
s of Web
(tw)
Centre of
Gravity
Cyy
Raddi of
Gyration
r xx
Raddi of
Gyration
r yy
Modulli
of
Section
Zxx
Modulli
of
Section
Zyy
Maximu
m size of
Flange
Rivet
kg cm2 mm mm mm mm cm cm cm cm3 cm3 h1 h2 b1/2
C g g1mm
mm mm mm mm mm
mm
ISJC 100 5.8 7.41 100 45 5.1 3 1.4 123.8 14.9 4.09 1.42 24.8 4.8 77 11.5 21 4.5 25 50 12
ISJC 125 7.9 10.07 125 50 6.6 3 1.64 270 25.7 5.18 1.6 43.2 7.6 98.9 13.1 23.5 4.5 28 50 16
ISJC 150 9.9 12.65 150 55 6.9 3.6 1.66 471.1 37.9 6.1 1.73 62.8 9.9 121.2 14.4 25.7 5.1 30 50 20
ISJC 175 11.2 14.24 175 60 6.9 3.6 1.75 719.9 50.5 7.11 1.88 82.3 11.9 146.1 14.5 28.2 5.1 35 50 20
ISJC 200 13.9 17.77 200 70 7.1 4.1 1.97 1161.2 84.2 8.08 2.18 116.1 16.7 168.5 15.8 33 5.6 40 50 22
ISLC 75 5.7 7.26 75 40 6 3.7 1.35 66.1 11.5 3.02 1.26 17.6 4.3 50.4 12.3 18.2 5.2 21 50 12
ISLC 100 7.9 10.02 100 50 6.4 4 1.62 164.7 24.8 4.06 1.57 32.9 7.3 74.3 12.8 23 5.5 28 50 16
ISLC 125 10.7 13.67 125 65 6.6 4.4 2.04 356.8 57.2 5.11 2.05 57.1 12.8 96.6 14.2 30.3 5.9 35 50 22
ISLC 150 14.4 18.36 150 75 7.8 4.8 2.38 697.2 103.2 6.16 2.37 93 20.2 117 16.5 35.1 6.3 40 50 25
ISLC 175 17.6 22.4 175 75 9.5 5.1 2.4 1148.4 126.5 7.16 2.38 131.3 24.8 138.6 18.2 35 6.6 40 55 25
ISLC 200 20.6 26.22 200 75 10.8 5.5 2.35 1725.5 146.9 8.11 2.37 172.6 28.5 160 20 34.8 7 40 55 25
ISLC 225 24 30.53 225 90 10.2 5.8 2.46 2547.9 209.5 9.14 2.62 226.5 32 175.9 24.5 42.1 7.3 50 60 28
ISLC 250 28 35.65 250 100 10.7 6.1 2.7 3687.9 298.4 10.17 2.89 295 40.9 198.9 25.5 47 7.6 60 60 28
ISLC 300 33.1 42.11 300 100 11.6 6.7 2.55 6047.9 346 11.98 2.87 403.2 46.4 245.4 27.3 46.7 8.2 60 60 28
ISLC 350 38.8 49.47 350 100 12.5 7.4 2.41 9312.6 394.6 13.72 2.82 532.1 52 291.9 29.1 46.3 8.9 60 65 28
ISLC 400 45.7 58.25 400 100 14 8 2.36 13989.5 460.4 15.5 2.81 699.5 60.2 337.1 31.4 46 9.5 60 65 28
ISMC 75 6.8 8.67 75 40 7.3 4.4 1.31 76 12.6 2.96 1.21 20.3 4.7 41.4 16.8 17.8 5.9 21 50 12
ISMC 100 9.2 11.7 100 50 7.5 4.7 1.53 186.7 25.9 4 1.49 37.3 7.5 64 18 22.7 6.2 28 50 16
ISMC 125 12.7 16.19 125 65 8.1 5 1.94 416.4 59.9 5.07 1.92 66.6 13.1 85.4 19.8 30 6.5 35 55 22
ISMC 150 16.4 20.88 150 75 9 5.4 2.22 779.4 102.3 6.11 2.21 103.9 19.4 106.7 21.7 34.8 6.9 40 55 25
ISMC 175 19.1 24.38 175 75 10.2 5.7 2.2 1223.3 121 7.08 2.23 139.8 22.8 128.4 23.3 34.7 7.2 40 55 25
ISMC 200 22.1 28.21 200 75 11.4 6.1 2.17 1819.3 140.4 8.03 2.23 181.9 26.3 150.2 24.9 34.5 7.6 40 60 25
ISMC 225 25.9 33.01 225 80 12.4 6.4 2.3 2694.6 187.2 9.03 2.38 239.5 32.8 170.9 27.1 36.8 7.9 45 60 25
ISMC 250 30.4 38.67 250 80 14.1 7.1 2.3 3816.8 219.1 9.94 2.38 305.3 38.4 192.5 28.7 36.5 8.6 45 65 25
ISMC 300 35.8 45.64 300 90 13.6 7.6 2.36 6362.8 310.8 11.81 2.61 424.2 46.8 240.7 29.6 41.2 9.1 50 65 28
ISMC 350 42.1 53.66 350 100 13.5 8.1 2.44 10008 430.6 13.66 2.83 571.9 51 288.1 30.9 46 9.6 60 65 28
ISMC 400 49.4 62.93 400 100 15.3 8.6 2.42 15082.8 504.8 15.48 2.83 754.1 66.6 332.8 33.6 45.7 10.1 60 70 28
Designati
onIxx cm
4Iyy cm
4
Connection Details
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 21/53
ISJC 100
ISJC 125
ISJC 150
ISJC 175
ISJC 200
ISLC 75
ISLC 100ISLC 125
ISLC 150
ISLC 175
ISLC 200
ISLC 225
ISLC 250
ISLC 300
ISLC 350
ISLC 400
ISMC 75
ISMC 100ISMC 125
ISMC 150
ISMC 175
ISMC 200
ISMC 225
ISMC 250
ISMC 300
ISMC 350
ISMC 400
Designati
on
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 22/53
Weight
per Mete
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISJC 100 5.8 7.41 100 45 5.1 3 1.4 123.8
ISJC 125 7.9 10.07 125 50 6.6 3 1.64 270
ISJC 150 9.9 12.65 150 55 6.9 3.6 1.66 471.1
ISJC 175 11.2 14.24 175 60 6.9 3.6 1.75 719.9
ISJC 200 13.9 17.77 200 70 7.1 4.1 1.97 1161.2
Designation Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 23/53
Raddi of
Gyration
r xx
Raddi of
Gyration
r yy
Modulli
of
SectionZxx
Modulli
of
SectionZyy
cm cm cm
3cm
3h1 h2 b1/2
C
mm mm mm mm
14.9 4.09 1.42 24.8 4.8 77 11.5 21 4.5
25.7 5.18 1.6 43.2 7.6 98.9 13.1 23.5 4.5
37.9 6.1 1.73 62.8 9.9 121.2 14.4 25.7 5.1
50.5 7.11 1.88 82.3 11.9 146.1 14.5 28.2 5.1
84.2 8.08 2.18 116.1 16.7 168.5 15.8 23 5.6
BACK
Iyy cm4
Connection Details
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 24/53
Maximum
size of
FlangeRivet
g g1mm
mm
mm
25 50 12 ISJC 100
28 50 16 ISJC 125
30 50 20 ISJC 150
35 50 20 ISJC 175
40 50 22 ISJC 200
Designation
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 25/53
Weight
per Mete
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange
(b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISLC 75 5.7 7.26 75 40 6 3.7 1.35
ISLC 100 7.9 10.02 100 50 6.4 4 1.62
ISLC 125 10.7 13.67 125 65 6.6 4.4 2.04
ISLC 150 14.4 18.36 150 75 7.8 4.8 2.38
ISLC 175 17.6 22.4 175 75 9.5 5.1 2.4
ISLC 200 20.6 26.22 200 75 10.8 5.5 2.35
ISLC 225 24 30.53 225 90 10.2 5.8 2.46
ISLC 250 28 35.65 250 100 10.7 6.1 2.7
ISLC 300 33.1 42.11 300 100 11.6 6.7 2.55
ISLC 350 38.8 49.47 350 100 12.5 7.4 2.41
ISLC 400 45.7 58.25 400 100 14 8 2.36
Designation
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 26/53
Raddi of
Gyration
r xx
Raddi of
Gyration
r yy
Modulli
of
Section
Zxx
Modulli
of
Section
Zyy
cm cm cm
3cm
3 h1 h2 b1/2
mm mm mm
66.1 11.5 3.02 1.26 17.6 4.3 50.4 12.3 18.2
164.7 24.8 4.06 1.57 32.9 7.3 74.3 12.8 23
356.8 57.2 5.11 2.05 57.1 12.8 96.6 14.2 30.3
697.2 103.2 6.16 2.37 93 20.2 117 16.5 35.1
1148.4 126.5 7.16 2.38 131.3 24.8 138.6 18.2 35
1725.5 146.9 8.11 2.37 172.6 28.5 160 20 34.8
2547.9 209.5 9.14 2.62 226.5 32 175.9 24.5 42.1
3687.9 298.4 10.17 2.89 295 40.9 198.9 25.5 47
6047.9 346 11.98 2.87 403.2 46.4 245.4 27.3 46.7
9312.6 394.6 13.72 2.82 532.1 52 291.9 29.1 46.3
13989.5 460.4 15.5 2.81 699.5 60.2 337.1 31.4 46
BACK
Ixx cm4
Iyy cm4
Connecti
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 27/53
Maximum
size of
FlangeRivet
C g g1mm
mm mm
mm
5.2 21 50 12 ISLC 75
5.5 28 50 16 ISLC 100
5.9 35 50 22 ISLC 125
6.3 40 50 25 ISLC 150
6.6 40 55 25 ISLC 175
7 40 55 25 ISLC 200
7.3 50 60 28 ISLC 225
7.6 60 60 28 ISLC 250
8.2 60 60 28 ISLC 300
8.9 60 65 28 ISLC 350
9.5 60 65 28 ISLC 400
n Details
Designation
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 28/53
Weight
per Mete
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web
(tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISMC 75 6.8 8.67 75 40 7.3 4.4 1.31 76
ISMC 100 9.2 11.7 100 50 7.5 4.7 1.53 186.7
ISMC 125 12.7 16.19 125 65 8.1 5 1.94 416.4
ISMC 150 16.4 20.88 150 75 9 5.4 2.22 779.4
ISMC 175 19.1 24.38 175 75 10.2 5.7 2.2 1223.3
ISMC 200 22.1 28.21 200 75 11.4 6.1 2.17 1819.3
ISMC 225 25.9 33.01 225 80 12.4 6.4 2.3 2694.6
ISMC 250 30.4 38.67 250 80 14.1 7.1 2.3 3816.8
ISMC 300 35.8 45.64 300 90 13.6 7.6 2.36 6362.8
ISMC 350 42.1 53.66 350 100 13.5 8.1 2.44 10008
ISMC 400 49.4 62.93 400 100 15.3 8.6 2.42 15082.8
Designation Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 29/53
Raddi of
Gyration
r xx
Raddi of
Gyration
r yy
Modulli
of
SectionZxx
Modulli
of
SectionZyy
cm cm cm
3cm
3h1 h2 b1/2
C
mm mm mm mm
12.6 2.96 1.21 20.3 4.7 41.4 16.8 17.8 5.9
25.9 4 1.49 37.3 7.5 64 18 22.7 6.2
59.9 5.07 1.92 66.6 13.1 85.4 19.8 30 6.5
102.3 6.11 2.21 103.9 19.4 106.7 21.7 34.8 6.9
121 7.08 2.23 139.8 22.8 128.4 23.3 34.7 7.2
140.4 8.03 2.23 181.9 26.3 150.2 24.9 34.5 7.6
187.2 9.03 2.38 239.5 32.8 170.9 27.1 36.8 7.9
219.1 9.94 2.38 305.3 38.4 192.5 28.7 36.5 8.6
310.8 11.81 2.61 424.2 46.8 240.7 29.6 41.2 9.1
430.6 13.66 2.83 571.9 51 288.1 30.9 46 9.6
504.8 15.48 2.83 754.1 66.6 332.8 33.6 45.7 10.1
BACK
Iyy cm4
Connection Details
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 30/53
Maximu
m size of
FlangeRivet
g g1mm
mm m n)
21 50 12 ISMC 75
28 50 16 ISMC 100
35 55 22 ISMC 125
40 55 25 ISMC 150
40 55 25 ISMC 175
40 60 25 ISMC 200
45 60 25 ISMC 225
45 65 25 ISMC 250
50 65 28 ISMC 300
60 65 28 ISMC 350
60 70 28 ISMC 400
Designation
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 31/53
Weight
per
Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thicknes
s of
Flange
(tf )
Thicknes
s of Web
(tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISNT 20 0.9 1.13 20 20 3 3 0.6 0.4 0.2 0.59 0.39 0.3 0.2
ISNT 30 1.4 1.75 30 30 3 3 0.83 1.4 0.6 0.89 0.57 0.6 0.4
ISNT 40 3.5 4.48 40 40 6 6 1.2 6.3 3 1.18 0.82 2.2 1.5
ISNT 50 4.5 5.7 50 50 6 6 1.44 12.7 5.9 1.5 1.02 3.6 2.4
ISNT 60 5.4 6.9 60 60 6 6 1.67 22.5 10.1 1.81 1.21 5.2 3.4
ISNT 80 9.6 12.25 80 80 8 8 2.23 71.2 32.3 2.41 1.62 12.3 8.1
ISNT 100 15 19.1 100 100 10 10 2.79 173.8 79.9 3.02 2.05 24.1 16ISNT 150 22.8 29.08 150 150 10 10 3.95 603.8 267.5 4.56 3.03 54.6 35.7
ISHT 75 15.3 19.49 75 150 9 8.4 1.62 96.2 230.2 2.22 3.44 16.4 30.1
ISHT 100 20 25.47 100 200 9 7.8 1.91 193.8 497.3 2.76 4.42 24 49.3
ISHT 125 27.4 34.85 125 250 9.7 8.8 2.37 415.4 1005.8 3.45 5.37 41 79.9
ISHT 150 29.4 37.42 150 250 10.6 7.6 2.66 573.7 1096.8 3.92 5.41 46.5 87.7
ISST 100 8.1 10.37 100 50 10 5.8 3.03 99 9.6 3.09 0.96 14.2 3.8
ISST 150 15.7 19.96 150 75 11.6 8 4.75 450.2 37 4.75 1.36 43.9 9.9
ISST 200 28.4 36.22 200 165 12.5 8 4.78 1267.8 358.2 5.92 3.15 83.3 43.4
ISST 250 37.5 47.75 250 180 14.1 9.2 6.4 2774.4 532 7.62 3.34 149.2 59.1
ISLT 50 4 5.11 50 50 6.4 4 1.19 9.9 6.4 1.39 1.12 2.6 2.5
ISLT 75 7.1 9.04 75 80 6.8 4.8 1.72 41.9 27.6 2.15 1.75 7.2 6.9
ISLT 100 12.7 16.16 100 100 10.8 5.7 2.13 116.6 75 2.69 2.15 14.8 15
ISJT 75 3.5 4.5 75 50 4.6 3 2 24.8 4.6 2.35 1.01 4.5 1.8
ISJT 87.5 4 5.14 87.5 50 4.8 3.2 2.5 39 4.8 2.75 0.97 6.2 1.9
ISJT 100 5 6.32 100 60 5 3.4 2.81 63.5 8.6 3.17 1.17 8.8 2.9
ISJT 112.5 6.4 8.14 112.5 80 5 3.7 3.01 101.6 20.2 3.53 1.58 12.3 5.1
Designatio
n
Moment of Inertia Raddi of Gyration Modulli of Section
Ixx cm4
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 32/53
Weight
per
Meter (w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web (tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISNT 20 0.9 1.13 20 20 3 3 0.6 0.4
ISNT 30 1.4 1.75 30 30 3 3 0.83 1.4
ISNT 40 3.5 4.48 40 40 6 6 1.2 6.3ISNT 50 4.5 5.7 50 50 6 6 1.44 12.7
ISNT 60 5.4 6.9 60 60 6 6 1.67 22.5
ISNT 80 9.6 12.25 80 80 8 8 2.23 71.2
ISNT 100 15 19.1 100 100 10 10 2.79 173.8
ISNT 150 22.8 29.08 150 150 10 10 3.95 603.8
BACK
Designatio
n
Moment
Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 33/53
0.2 0.59 0.39 0.3 0.2
0.6 0.89 0.57 0.6 0.4
3 1.18 0.82 2.2 1.55.9 1.5 1.02 3.6 2.4
10.1 1.81 1.21 5.2 3.4
32.3 2.41 1.62 12.3 8.1
79.9 3.02 2.05 24.1 16
267.5 4.56 3.03 54.6 35.7
of Inertia Raddi of Gyration Modulli of Section
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 34/53
Weight
per
Meter (w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web (tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISHT 75 75 19.49 75 150 9 8.4 1.62 96.2
ISHT 100 100 25.47 100 200 9 7.8 1.91 193.8
ISHT 125 125 34.85 125 250 9.7 8.8 2.37 415.4ISHT 150 150 37.42 150 250 10.6 7.6 2.66 573.7
BACK
Designatio
n
Moment
Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 35/53
230.2 2.22 3.44 16.4 30.1
497.3 2.76 4.42 24 49.3
1005.8 3.45 5.37 41 79.91096.8 3.92 5.41 46.5 87.7
of Inertia Raddi of Gyration Modulli of Section
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 36/53
Weight
per
Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange
(b)
Thickness
of Flange
(tf )
Thickness
of Web (tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISST 100 8.1 10.37 100 50 10 5.8 3.03 99
ISST 150 15.7 19.96 150 75 11.6 8 4.75 450.2
ISST 200 28.4 36.22 200 165 12.5 8 4.78 1267.8
ISST 250 37.5 47.75 250 180 14.1 9.2 6.4 2774.4
BACK
Designatio
n
Moment
Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 37/53
9.6 3.09 0.96 14.2 3.8
37 4.75 1.36 43.9 9.9
358.2 5.92 3.15 83.3 43.4
532 7.62 3.34 149.2 59.1
of Inertia Raddi of Gyration Modulli of Section
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 38/53
Weight
per
Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web (tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISLT 50 4 5.11 50 50 6.4 4 1.19 9.9
ISLT 75 7.1 9.04 75 80 6.8 4.8 1.72 41.9
ISLT 100 12.7 16.16 100 100 10.8 5.7 2.13 116.6
BACK
Designatio
n
Moment
Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 39/53
6.4 1.39 1.12 2.6 2.5
27.6 2.15 1.75 7.2 6.9
75 2.69 2.15 14.8 15
of Inertia Raddi of Gyration Modulli of Section
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 40/53
Weight
per
Meter
(w)
Sectional
Area (a)
Depth of
Section
(h)
Width of
flange (b)
Thickness
of Flange
(tf )
Thickness
of Web (tw)
Centre of
Gravity
Cyy
kg cm2 mm mm mm mm cm
ISJT 75 3.5 4.5 75 50 4.6 3 2 24.8
ISJT 87.5 4 5.14 87.5 50 4.8 3.2 2.5 39
ISJT 100 5 6.32 100 60 5 3.4 2.81 63.5ISJT 112.5 6.4 8.14 112.5 80 5 3.7 3.01 101.6
BACK
Designatio
n
Moment
Ixx cm4
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 41/53
4.6 2.35 1.01 4.5 1.8
4.8 2.75 0.97 6.2 1.9
8.6 3.17 1.17 8.8 2.920.2 3.53 1.58 12.3 5.1
of Inertia Raddi of Gyration Modulli of Section
Iyy cm4 r xx cm r yy cm Zxx cm
3Zyy cm
3
Moment of Inertia Raddi of Gyration Moduli ofDi t fSectional W i ht C t f
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 42/53
Ixx=Iyy
cm4 Iuu cm
4Ivv cm
4 r xx=r yy
cmr uu cm r vv cm
ISA 2020 3 1.12 0.9 0.59 1.41 0.4 0.6 0.2 0.58 0.73 0.37 0.3 0.2 ISA 2020
4 1.45 1.1 0.63 1.37 0.5 0.8 0.2 0.58 0.72 0.37 0.4 0.3
ISA 2525 3 1.41 1.1 0.71 1.79 0.8 1.2 0.3 0.73 0.93 0.47 0.4 0.4 ISA 2525
4 1.84 1.4 0.75 1.75 1 1.6 0.4 0.73 0.91 0.47 0.6 0.6
5 2.25 1.8 0.79 1.71 1.2 1.8 0.5 0.72 0.91 0.47 0.7 0.7
ISA 3030 3 1.73 1.4 0.83 2.17 1.4 2.2 0.6 0.89 1.13 0.57 0.6 0.8 ISA 3030
4 2.26 1.8 0.87 2.13 1.8 2.8 0.7 0.89 1.12 0.57 0.8 1
5 2.77 2.2 0.92 2.08 2.1 3.4 0.9 0.88 1.11 0.57 1 1.2
ISA 3535 3 2.03 1.6 0.95 2.55 2.3 3.6 0.9 1.05 1.33 0.67 0.9 1.3 ISA 3535
4 2.66 2.1 1 2.5 2.9 4.7 1.2 1.05 1.32 0.67 1.2 1.7
5 3.27 2.6 1.04 2.46 3.5 5.6 1.5 1.04 1.31 0.67 1.4 2.1
6 3.86 3 1.08 2.42 4.1 6.5 1.7 1.03 1.29 0.67 1.7 2.4
ISA 4040 3 2.34 1.8 1.08 2.92 3.4 5.5 1.4 1.21 1.54 0.77 1.2 2 ISA 4040
4 3.07 2.4 1.12 2.88 4.5 7.1 1.8 1.21 1.53 0.77 1.6 2.6
5 3.78 3 1.16 2.84 5.4 8.6 2.2 1.2 1.51 0.77 1.9 3.2
6 4.47 3.5 1.2 2.8 6.3 10 2.6 1.19 1.5 0.77 2.3 3.7
ISA 4545 3 2.64 2.1 1.2 3.3 5 8 2 1.38 1.74 0.87 1.5 2.9 ISA 45454 3.47 2.7 1.25 3.25 6.5 10.4 2.6 1.37 1.73 0.87 2 3.8
5 4.28 3.4 1.29 3.21 7.9 12.6 3.2 1.36 1.72 0.87 2.5 4.6
6 5.07 4 1.33 3.17 9.2 14.6 3.8 1.35 1.7 0.87 2.9 5.4
ISA 5050 3 2.95 2.3 1.32 3.68 6.9 11.1 2.8 1.53 1.94 0.97 1.9 4.1 ISA 5050
4 3.88 3 1.37 3.63 9.1 14.5 3.6 1.53 1.93 0.97 2.5 5.3
5 4.79 3.8 1.41 3.59 11 17.6 4.5 1.52 1.92 0.97 3.1 6.5
6 5.68 4.5 1.45 3.55 12.9 20.6 5.3 1.51 1.9 0.96 3.6 7.6
ISA 5555 5 5.27 4.1 1.53 3.97 14.7 23.5 5.9 1.67 2.11 1.06 3.7 8.6 ISA 5555
6 6.26 4.9 1.57 3.93 17.3 27.5 7 1.66 2.1 1.06 4.4 10.18 8.18 6.4 1.65 3.85 22 34.9 9.1 1.64 2.07 1.06 5.7 12.8
10 10.02 7.9 1.72 3.78 26.3 41.5 11.2 1.62 2.03 1.06 7 15.1
ISA 6060 5 5.75 4.5 1.65 4.35 19.2 30.6 7.7 1.82 2.31 1.16 4.4 11.3 ISA 6060
6 6.84 5.4 1.69 4.31 22.6 36 9.1 1.82 2.29 1.15 5.2 13.3
8 8.96 7 1.77 4.23 29 46 11.9 1.8 2.27 1.15 6.8 16.9
10 11 8.6 1.85 4.15 34.8 54.9 14.6 1.78 2.23 1.15 8.4 20.1
ISA 6565 5 6.25 4.9 1.77 4.73 24.7 39.4 9.9 1.99 2.51 1.26 5.2 14.5 ISA 6565
6 7.44 5.8 1.81 4.69 29.1 46.5 11.7 1.98 2.5 1.26 6.2 17.2
8 9.76 7.7 1.89 4.61 37.4 59.5 15.3 1.96 2.47 1.25 8.1 22
10 12 9.4 1.97 4.53 45 71.3 18.8 1.94 2.44 1.25 9.9 26.2
ISA 7070 5 6.77 5.3 1.89 5.11 31.1 49.8 12.5 2.15 2.71 1.36 6.1 18.4 ISA 7070
6 8.06 6.3 1.94 5.06 36.8 58.8 14.8 2.14 2.7 1.36 7.3 21.7
8 10.58 8.3 2.02 4.98 47.4 75.5 19.3 2.12 2.67 1.35 9.5 27.9
10 13.02 10.2 2.1 4.9 57.2 90.7 23.7 2.1 2.64 1.35 11.7 33.3
Moment of Inertia Raddi of Gyration Moduli of
Section Zxx=Zyy
cm3
Product of
Inertia Ixy cm4 Designation
Distance of
Extreme fibre
exx=eyy cm
DesignationThickness
t (mm)
Sectional
Area (a)
cm2
Weight
per meter
(w) kg
Centre of
Gravity Cxx=Cyy
cm
ISA 7575 5 7 27 5 7 2 02 5 48 38 7 61 9 15 5 2 31 2 92 1 46 7 1 22 8 ISA 7575
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 43/53
ISA 7575 5 7.27 5.7 2.02 5.48 38.7 61.9 15.5 2.31 2.92 1.46 7.1 22.8 ISA 7575
6 8.66 6.8 2.06 5.44 45.7 73.1 18.4 2.3 2.91 1.46 8.4 27
8 11.38 8.9 2.14 5.36 59 94.1 24 2.28 2.88 1.45 11 34.8
10 14.02 11 2.22 5.28 71.4 113.3 29.4 2.26 2.84 1.45 13.5 41.7
ISA 8080 6 9.29 7.3 2.18 5.28 56 89.6 22.5 2.46 3.11 1.56 9.6 33 ISA 8080
8 12.21 9.6 2.27 5.73 72.5 115.6 29.4 2.44 3.08 1.55 12.6 42.7
10 15.05 11.8 2.34 5.66 87.7 139.5 36 2.41 3.04 1.55 15.5 51.4
12 17.81 14 2.42 5.58 101.9 161.4 42.4 2.39 3.01 1.54 18.3 59.2
ISA 9090 6 10.47 8.2 2.42 6.58 80.1 128.1 32 2.77 3.5 1.75 12.2 47.2 ISA 9090
8 13.79 10.8 2.51 6.49 104.2 166.4 42 2.75 3.47 1.75 16 61.5
10 17.03 13.4 2.59 6.41 126.7 201.9 51.6 2.73 3.44 1.74 19.8 74.5
12 20.19 15.8 2.66 6.34 147.9 234.9 60.9 2.71 3.41 1.74 23.3 86.5
ISA 100100 6 11.67 9.2 2.67 7.33 111.3 178.1 44.5 3.09 3.91 1.95 15.2 65.7 ISA 1001008 15.39 12.1 2.76 7.24 145.1 231.8 58.4 3.07 3.88 1.95 20 85.8
10 19.03 14.9 2.84 7.16 177 282.2 71.8 3.05 3.85 1.94 24.7 104.4
12 22.59 17.7 2.92 7.08 207 329.3 84.7 3.03 3.82 1.94 29.2 121.6
ISA 110110 8 17.02 13.4 3 8 195 311.7 78.2 3.38 4.28 2.14 24.4 115.1 ISA 110110
10 21.06 16.5 3.08 7.92 238.4 380.5 96.3 3.36 4.25 2.14 30.1 140.6
12 25.02 19.6 3.16 7.84 279.6 445.3 113.8 3.34 4.22 2.13 35.7 164.5
15 30.81 24.2 3.27 7.73 337.4 535.4 139.3 3.31 4.17 2.13 43.7 197
ISA 130130 8 20.22 15.9 3.5 9.5 328.3 525.1 131.4 4.03 5.1 2.55 34.5 194.2 ISA 130130
10 25.06 19.7 3.58 9.42 402.7 643.4 162.1 4.01 5.07 2.54 42.7 238.3
12 29.82 23.4 3.66 9.34 473.8 755.9 191.8 3.99 5.03 2.54 50.7 279.9
15 36.81 28.9 3.78 9.22 574.6 914.2 235 3.95 4.98 2.53 62.3 337.8
ISA 150150 10 29.03 22.8 4.06 10.94 622.4 995.4 249.4 4.63 5.86 2.93 56.9 368.2 ISA 150150
12 34.59 27.2 4.14 10.86 735.4 1174.8 296 4.61 5.83 2.93 67.7 435
15 42.78 33.6 4.26 10.74 896.8 1429.7 363.8 4.58 5.78 2.92 83.5 529.1
18 50.79 39.9 4.38 10.62 1048 1668.2 429.5 4.54 5.73 2.91 98.7 616
ISA 200200 12 46.61 36.6 5.36 14.64 1788.9 2862 715.9 6.2 7.84 3.92 122.2 1058.9 ISA 200200
15 57.8 45.4 5.49 14.51 2197.7 3511.8 883.7 6.17 7.79 3.91 151.4 1301.218 68.81 54 5.61 14.39 2588.7 4130.8 1046.5 6.13 7.75 3.9 179.9 1530.5
25 93.8 73.6 5.88 14.12 3436 5460.9 1411.6 6.05 7.63 3.88 243.3 2015.7
Moment of Inertia Raddi of Gyration Moduli of Section ProductDistance of Sectional Weight Centre of Gravity
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 44/53
Cxx cm Cyy cm exx cm eyy cm Ixx cm4
Iyy cm4
Iuu cm4
Ivv cm4 r xx cm r yy cm r uu cm r vv cm Zxx cm
3Zyy cm
3
ISA 3020 3 1.41 1.1 0.98 0.49 2.02 1.51 1.2 0.4 1.4 0.2 0.92 0.54 0.99 0.41 0.6 0.3 0.4 ISA 3020
4 1.84 1.4 1.02 0.53 1.98 1.47 1.5 0.5 1.8 0.3 0.92 0.54 0.98 0.41 0.8 0.4 0.5
5 2.25 1.8 1.06 0.57 1.94 1.43 1.9 0.6 2.1 0.4 0.91 0.53 0.97 0.41 1 0.4 0.6
ISA 4025 3 1.88 1.5 1.3 0.57 2.7 1.93 3 0.9 3.3 0.5 1.25 0.68 1.33 0.52 1.1 0.5 0.9 ISA 4025
4 2.46 1.9 1.35 0.62 2.65 1.88 3.8 1.1 4.3 0.7 1.25 0.68 1.32 0.52 1.4 0.6 1.2
5 3.02 2.4 1.39 0.66 2.61 1.84 4.6 1.4 5.1 0.8 1.24 0.67 1.31 0.52 1.8 0.7 1.4
6 3.56 2.8 1.43 0.69 2.57 1.81 5.4 1.6 5.9 1 1.23 0.66 1.29 0.52 2.1 0.9 1.6
ISA 4530 3 2.18 1.7 1.42 0.69 3.08 2.31 4.4 1.5 5 0.9 1.42 0.84 1.52 0.63 1.4 0.7 1.5 ISA 4530
4 2.86 2.2 1.47 0.73 3.03 2.27 5.7 2 6.5 1.1 1.41 0.84 1.51 0.63 1.9 0.9 1.95 3.52 2.8 1.51 0.77 2.99 2.23 6.9 2.4 7.9 1.4 1.4 0.83 1.5 0.63 2.3 1.1 2.3
6 4.16 3.3 1.55 0.81 2.95 2.19 8 2.8 9.2 1.7 1.39 0.82 1.49 0.63 2.7 1.3 2.7
ISA 5030 3 2.34 1.8 1.63 0.65 3.37 2.35 5.9 1.6 6.5 1 1.59 0.82 1.67 0.65 1.7 0.7 1.7 ISA 5030
4 3.07 2.4 1.68 0.7 3.33 2.3 7.7 2.1 8.5 1.2 1.58 0.82 1.66 0.63 2.3 0.9 2.3
5 3.78 3 1.72 0.74 3.28 2.26 9.3 2.5 10.3 1.5 1.57 0.81 1.65 0.63 2.8 1.1 2.7
6 4.47 3.5 1.76 0.78 3.24 2.22 10.9 2.9 11.9 1.8 1.56 0.8 1.64 0.63 3.4 1.3 3.1
ISA 6040 5 4.76 3.7 1.95 0.96 4.05 3.04 16.9 6 19.5 3.4 1.89 1.12 2.02 0.85 4.2 2 5.8 ISA 6040
6 5.65 4.4 1.99 1 4.01 3 19.9 7 22.8 4 1.88 1.11 2.01 0.85 5 2.3 6.8
8 7.37 5.8 2.07 1.08 3.93 2.92 25.4 8 29 5.2 1.86 1.1 1.98 0.84 6.5 3 8.5
ISA 6545 5 5.26 4.1 2.07 1.08 4.43 3.42 22.1 8.6 25.9 4.8 2.05 1.28 2.22 0.96 5 2.5 8 ISA 6545
6 6.25 4.9 2.11 1.12 4.39 3.38 26 10.1 30.4 5.7 2.04 1.27 2.21 0.95 5.9 3 9.4
8 8.17 6.4 2.19 1.2 4.31 3.3 33.2 12.8 38.7 7.4 2.02 1.25 2.18 0.95 7.7 3.9 11.8
ISA 7045 5 5.52 4.3 2.27 1.04 4.73 3.46 27.2 8.8 30.9 5.1 2.22 1.26 2.36 0.96 5.7 2.5 8.9 ISA 7045
6 6.56 5.2 2.32 1.09 4.68 3.41 32 10.3 36.3 6 2.21 1.25 2.35 0.96 6.8 3 10.5
8 8.58 6.7 2.4 1.16 4.6 3.34 41 13.1 46.3 7.8 2.19 1.24 2.32 0.95 8.9 3.9 13.2
10 10.52 8.3 2.48 1.24 4.52 3.26 49.3 15.6 55.4 9.5 2.16 1.22 2.29 0.95 10.9 4.8 15.5
ISA 7550 5 6.02 4.7 2.39 1.16 5.11 3.84 34.1 12.2 39.4 6.9 2.38 1.42 2.56 1.07 6.7 3.2 11.8 ISA 7550
6 7.16 5.6 2.44 1.2 5.06 3.8 40.3 14.3 46.4 8.2 2.37 1.41 2.55 1.07 8 3.8 13.9
8 9.38 7.4 2.52 1.28 4.98 3.72 51.8 18.3 59.4 10.6 2.35 1.4 2.52 1.06 10.4 4.9 17.7
10 11.52 9 2.6 1.36 4.9 3.64 62.3 21.8 71.2 12.9 2.33 1.38 2.49 1.06 12.7 6 20.9
ISA 8050 5 6.27 4.9 2.6 1.12 5.4 3.88 40.6 12.3 45.7 7.2 2.55 1.4 2.7 1.07 7.5 3.2 12.9 ISA 8050
6 7.46 5.9 2.64 1.16 5.36 3.84 48 14.4 53.9 8.5 2.54 1.39 2.69 1.07 9 3.8 15.2
8 9.78 7.7 2.72 1.24 5.27 3.76 61.9 18.5 69.3 11 2.52 1.37 2.66 1.06 11.7 4.9 19.3
10 12.02 9.4 2.81 1.32 5.19 3.68 74.7 22.1 83.3 13.5 2.49 1.36 2.63 1.06 14.4 6 22.9
ISA 9060 6 8.65 6.8 2.87 1.39 6.13 4.61 70.6 25.2 81.5 14.3 2.86 1.71 3.07 1.28 11.5 5.5 24.5 ISA 90608 11.37 8.9 2.96 1.48 6.04 4.52 91.5 32.4 105.3 18.6 2.84 1.69 3.04 1.28 15.1 7.2 31.5
10 14.01 11 3.04 1.55 5.96 4.45 110.9 39.1 127.3 22.8 2.81 1.67 3.01 1.27 18.6 8.8 37.8
12 16.57 13 3.12 1.63 5.88 4.37 129.1 45.2 147.5 26.8 2.79 1.65 2.98 1.27 22 10.3 43.3
ISA 10065 6 9.55 7.5 3.19 1.47 6.81 5.03 96.7 32.4 110.6 18.6 3.18 1.84 3.4 1.39 14.2 6.4 32.5 ISA 10065
8 12.57 9.9 3.28 1.55 6.72 4.93 125.9 41.9 143.6 24.2 3.16 1.83 3.38 1.39 18.7 8.5 42
Moment of Inertia Raddi of Gyration Moduli of Section Product
of Inertia
Ixy cm4
DesignationExtreme fibre
DesignationThickness
t (mm)
Sectional
Area (a)
cm2
Weight
per meter
(w) kg
Centre of Gravity
10 15.51 12.2 3.37 1.63 6.63 4.87 153.2 50.7 174.2 29.7 3.14 1.81 3.35 1.38 23.1 10.4 50.7
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 45/53
ISA 10075 6 10.14 8 3.01 1.78 6.99 5.72 100.9 48.7 124 25.6 3.15 2.19 3.5 1.59 14.4 8.5 41 ISA 10075
8 13.36 10.5 3.1 1.87 6.9 5.63 131.6 63.3 161.3 33.6 3.14 2.18 3.48 1.59 19.1 11.2 53.4
10 16.5 13 3.19 1.95 6.81 5.55 160.4 76.9 196.1 41.2 3.12 2.16 3.45 1.58 23.6 13.8 64.7
12 19.56 15.4 3.27 2.03 6.73 5.47 187.5 89.5 228.4 48.6 3.1 2.14 3.42 1.58 27.9 16.3 74.9
ISA 12575 6 11.66 9.2 4.05 1.59 8.45 5.91 187.8 51.6 208.9 30.5 4.01 2.1 4.23 1.62 22.2 8.7 56.7 ISA 12575
8 15.38 12.1 4.15 1.68 8.35 5.82 245.5 67.2 272.8 40 4 2.09 4.21 1.61 29.4 11.5 74
10 19.02 14.9 4.24 1.76 8.26 5.74 300.3 81.6 332.9 49.1 3.97 2.07 4.18 1.61 36.3 14.2 89.9
ISA 12595 6 12.86 10.1 3.7 2.22 8.8 7.28 203.2 102.1 252.3 52.9 3.97 2.82 4.43 2.03 23.1 14 84.5 ISA 12595
8 16.98 13.3 3.8 2.31 8.7 7.19 266 133.3 329.7 69.6 3.96 2.8 4.41 2.02 30.6 18.5 110.6
10 21.02 16.5 3.88 2.39 8.62 7.11 325.8 162.7 402.9 85.6 3.94 2.78 4.38 2.02 37.8 22.9 135
12 24.98 19.6 3.96 2.47 8.54 7.03 382.6 190.4 472 101 3.91 2.76 4.35 2.01 44.8 27.1 157.7
ISA 15075 8 17.42 13.7 5.23 1.53 9.77 5.97 407.2 70.2 432.8 44.5 4.83 2.01 4.98 1.6 41.7 11.8 95.5 ISA 1507510 21.56 16.9 5.23 1.61 9.68 5.89 499.1 85.3 529.8 54.6 4.81 1.99 4.96 1.59 51.6 14.5 116.2
12 25.62 20.1 5.41 1.69 9.59 5.81 587 99.5 622.2 64.3 4.79 1.97 4.93 1.58 61.2 17.1 135.2
ISA 150115 8 20.58 16.2 4.46 2.73 10.54 8.77 465.7 238.9 581.2 123.3 4.76 3.41 5.31 2.45 44.2 27.2 195.9 ISA 150115
10 25.52 20 4.55 2.82 10.45 8.68 573.3 293.4 714.3 152.4 4.74 3.39 5.29 2.44 54.9 33.8 241
12 30.38 23.8 4.64 2.9 10.36 8.6 676.5 345.3 841.4 180.4 4.72 3.37 5.26 2.44 65.3 40.2 283.6
15 37.52 29.5 4.76 3.02 10.24 8.48 823.5 418.6 1020.9 221.2 4.69 3.34 5.22 2.43 80.4 49.4 342.8
ISA 200100 10 29.03 22.8 6.96 2.01 13.04 7.99 1210 209.2 1286.7 132.5 6.46 2.68 6.66 2.14 92.8 26.2 284.8 ISA 200100
12 34.59 27.2 7.05 2.1 12.95 7.9 1431.7 246.2 1521 156.8 6.43 2.67 6.63 2.13 110.6 31.1 335.3
15 42.78 33.6 7.18 2.22 12.82 7.78 1750.5 298.1 1856.7 191.9 6.4 2.64 6.59 2.12 136.5 38.3 405.4
ISA 200150 10 34 26.7 5.99 3.51 14.01 11.49 1377.9 669.6 1696.6 350.8 6.37 4.44 7.06 3.21 98.3 58.3 564.1 ISA 200150
12 40.56 31.8 6.08 3.6 13.92 11.4 1634.9 793.2 2010.8 417.2 6.35 4.42 7.04 3.21 117.4 69.6 669.1
15 50.25 39.4 6.2 3.72 13.8 11.28 2005.6 969.9 2461.9 513.6 6.32 4.39 7 3.2 145.4 86 818.5
18 59.76 46.9 6.33 3.84 13.67 11.16 2359.4 1136.9 2889.5 606.9 6.28 4.36 6.95 3.19 172.5 101.9 958.1
B k
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 46/53
Back
Back
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 47/53
Back
Centre of
Gravity
stance o
ExtremeMoment of
Inertia
Raddi of
GyrationThickness tSectional Weight per
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 48/53
Gravityfibre
Inertia Gyration
Cxx cm Cyy cm exx cm eyy cm Ixx cm4
Iyy cm4
Iuu cm4
Ivv cm4 r xx cm r yy cm r uu cm r vv cm
Column1 Column2 Column3 Column4 Column5 Column6 Column7 Column8 Column9 Column10 Column11 Column12 Column13 Column14 Column15 Column16
ISA 100x100x10 10 19.03 14.9 2.84 2.84 7.16 7.16 177 177 282.2 71.8 3.05 3.05 3.85 1.94
ISA 100x100x12 12 22.59 17.7 2.92 2.92 7.08 7.08 207 207 329.3 84.7 3.03 3.03 3.82 1.94
ISA 100x100x6 6 11.67 9.2 2.67 2.67 7.33 7.33 111.3 111.3 178.1 44.5 3.09 3.09 3.91 1.95
ISA 100x100x8 8 15.39 12.1 2.76 2.76 7.24 7.24 145.1 145.1 231.8 58.4 3.07 3.07 3.88 1.95
ISA 100x65x10 10 15.51 12.2 3.37 1.63 6.63 4.87 153.2 50.7 174.2 29.7 3.14 1.81 3.35 1.38
ISA 100x65x6 6 9.55 7.5 3.19 1.47 6.81 5.03 96.7 32.4 110.6 18.6 3.18 1.84 3.4 1.39
ISA 100x65x8 8 12.57 9.9 3.28 1.55 6.72 4.93 125.9 41.9 143.6 24.2 3.16 1.83 3.38 1.39
ISA 100x75x10 10 16.5 13 3.19 1.95 6.81 5.55 160.4 76.9 196.1 41.2 3.12 2.16 3.45 1.58
ISA 100x75x12 12 19.56 15.4 3.27 2.03 6.73 5.47 187.5 89.5 228.4 48.6 3.1 2.14 3.42 1.58
ISA 100x75x6 6 10.14 8 3.01 1.78 6.99 5.72 100.9 48.7 124 25.6 3.15 2.19 3.5 1.59ISA 100x75x8 8 13.36 10.5 3.1 1.87 6.9 5.63 131.6 63.3 161.3 33.6 3.14 2.18 3.48 1.59
ISA 110x110x10 10 21.06 16.5 3.08 3.08 7.92 7.92 238.4 238.4 380.5 96.3 3.36 3.36 4.25 2.14
ISA 110x110x12 12 25.02 19.6 3.16 3.16 7.84 7.84 279.6 279.6 445.3 113.8 3.34 3.34 4.22 2.13
ISA 110x110x15 15 30.81 24.2 3.27 3.27 7.73 7.73 337.4 337.4 535.4 139.3 3.31 3.31 4.17 2.13
ISA 110x110x8 8 17.02 13.4 3 3 8 8 195 195 311.7 78.2 3.38 3.38 4.28 2.14
ISA 125x75x10 10 19.02 14.9 4.24 1.76 8.26 5.74 300.3 81.6 332.9 49.1 3.97 2.07 4.18 1.61
ISA 125x75x6 6 11.66 9.2 4.05 1.59 8.45 5.91 187.8 51.6 208.9 30.5 4.01 2.1 4.23 1.62
ISA 125x75x8 8 15.38 12.1 4.15 1.68 8.35 5.82 245.5 67.2 272.8 40 4 2.09 4.21 1.61
ISA 125x95x10 10 21.02 16.5 3.88 2.39 8.62 7.11 325.8 162.7 402.9 85.6 3.94 2.78 4.38 2.02
ISA 125x95x12 12 24.98 19.6 3.96 2.47 8.54 7.03 382.6 190.4 472 101 3.91 2.76 4.35 2.01
ISA 125x95x6 6 12.86 10.1 3.7 2.22 8.8 7.28 203.2 102.1 252.3 52.9 3.97 2.82 4.43 2.03
ISA 125x95x8 8 16.98 13.3 3.8 2.31 8.7 7.19 266 133.3 329.7 69.6 3.96 2.8 4.41 2.02
ISA 130x130x10 10 25.06 19.7 3.58 3.58 9.42 9.42 402.7 402.7 643.4 162.1 4.01 4.01 5.07 2.54
ISA 130x130x12 12 29.82 23.4 3.66 3.66 9.34 9.34 473.8 473.8 755.9 191.8 3.99 3.99 5.03 2.54
ISA 130x130x15 15 36.81 28.9 3.78 3.78 9.22 9.22 574.6 574.6 914.2 235 3.95 3.95 4.98 2.53
ISA 130x130x8 8 20.22 15.9 3.5 3.5 9.5 9.5 328.3 328.3 525.1 131.4 4.03 4.03 5.1 2.55
ISA 150x115x10 10 25.52 20 4.55 2.82 10.45 8.68 573.3 293.4 714.3 152.4 4.74 3.39 5.29 2.44
ISA 150x115x12 12 30.38 23.8 4.64 2.9 10.36 8.6 676.5 345.3 841.4 180.4 4.72 3.37 5.26 2.44
ISA 150x115x15 15 37.52 29.5 4.76 3.02 10.24 8.48 823.5 418.6 1020.9 221.2 4.69 3.34 5.22 2.43
ISA 150x115x8 8 20.58 16.2 4.46 2.73 10.54 8.77 465.7 238.9 581.2 123.3 4.76 3.41 5.31 2.45
ISA 150x150x10 10 29.03 22.8 4.06 4.06 10.94 10.94 622.4 622.4 995.4 249.4 4.63 4.63 5.86 2.93ISA 150x150x12 12 34.59 27.2 4.14 4.14 10.86 10.86 735.4 735.4 1174.8 296 4.61 4.61 5.83 2.93
ISA 150x150x15 15 42.78 33.6 4.26 4.26 10.74 10.74 896.8 896.8 1429.7 363.8 4.58 4.58 5.78 2.92
ISA 150x150x18 18 50.79 39.9 4.38 4.38 10.62 10.62 1048 1048 1668.2 429.5 4.54 4.54 5.73 2.91
ISA 150x75x10 10 21.56 16.9 5.23 1.61 9.68 5.89 499.1 85.3 529.8 54.6 4.81 1.99 4.96 1.59
ISA 150x75x12 12 25.62 20.1 5.41 1.69 9.59 5.81 587 99.5 622.2 64.3 4.79 1.97 4.93 1.58
ISA 150x75x8 8 17.42 13.7 5.23 1.53 9.77 5.97 407.2 70.2 432.8 44.5 4.83 2.01 4.98 1.6
ISA 200x100x10 10 29.03 22.8 6.96 2.01 13.04 7.99 1210 209.2 1286.7 132.5 6.46 2.68 6.66 2.14
ISA 200x100x12 12 34.59 27.2 7.05 2.1 12.95 7.9 1431.7 246.2 1521 156.8 6.43 2.67 6.63 2.13
ISA 200x100x15 15 42.78 33.6 7.18 2.22 12.82 7.78 1750.5 298.1 1856.7 191.9 6.4 2.64 6.59 2.12
ISA 200x150x10 10 34 26.7 5.99 3.51 14.01 11.49 1377.9 669.6 1696.6 350.8 6.37 4.44 7.06 3.21
ISA 200x150x12 12 40.56 31.8 6.08 3.6 13.92 11.4 1634.9 793.2 2010.8 417.2 6.35 4.42 7.04 3.21ISA 200x150x15 15 50.25 39.4 6.2 3.72 13.8 11.28 2005.6 969.9 2461.9 513.6 6.32 4.39 7 3.2
ISA 200x150x18 18 59.76 46.9 6.33 3.84 13.67 11.16 2359.4 1136.9 2889.5 606.9 6.28 4.36 6.95 3.19
ISA 200x200x12 12 46.61 36.6 5.36 5.36 14.64 14.64 1788.9 1788.9 2862 715.9 6.2 6.2 7.84 3.92
ISA 200x200x15 15 57.8 45.4 5.49 5.49 14.51 14.51 2197.7 2197.7 3511.8 883.7 6.17 6.17 7.79 3.91
ISA 200x200x18 18 68.81 54 5.61 5.61 14.39 14.39 2588.7 2588.7 4130.8 1046.5 6.13 6.13 7.75 3.9
ISA 200x200x25 25 93.8 73.6 5.88 5.88 14.12 14.12 3436 3436 5460.9 1411.6 6.05 6.05 7.63 3.88
DesignationThickness t
(mm)Area (a)
cm2
meter (w)
kg
ISA 20x20x3 3 1.12 0.9 0.59 0.59 1.41 1.41 0.4 0.4 0.6 0.2 0.58 0.58 0.73 0.37
ISA 20x20x4 4 1.45 1.1 0.63 0.63 1.37 1.37 0.5 0.5 0.8 0.2 0.58 0.58 0.72 0.37
ISA 25 25 3 3 1 41 1 1 0 71 0 71 1 79 1 79 0 8 0 8 1 2 0 3 0 73 0 73 0 93 0 47
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 49/53
ISA 25x25x3 3 1.41 1.1 0.71 0.71 1.79 1.79 0.8 0.8 1.2 0.3 0.73 0.73 0.93 0.47
ISA 25x25x4 4 1.84 1.4 0.75 0.75 1.75 1.75 1 1 1.6 0.4 0.73 0.73 0.91 0.47
ISA 25x25x5 5 2.25 1.8 0.79 0.79 1.71 1.71 1.2 1.2 1.8 0.5 0.72 0.72 0.91 0.47
ISA 30x20x3 3 1.41 1.1 0.98 0.49 2.02 1.51 1.2 0.4 1.4 0.2 0.92 0.54 0.99 0.41
ISA 30x20x4 4 1.84 1.4 1.02 0.53 1.98 1.47 1.5 0.5 1.8 0.3 0.92 0.54 0.98 0.41
ISA 30x20x5 5 2.25 1.8 1.06 0.57 1.94 1.43 1.9 0.6 2.1 0.4 0.91 0.53 0.97 0.41
ISA 30x30x3 3 1.73 1.4 0.83 0.83 2.17 2.17 1.4 1.4 2.2 0.6 0.89 0.89 1.13 0.57
ISA 30x30x4 4 2.26 1.8 0.87 0.87 2.13 2.13 1.8 1.8 2.8 0.7 0.89 0.89 1.12 0.57
ISA 30x30x5 5 2.77 2.2 0.92 0.92 2.08 2.08 2.1 2.1 3.4 0.9 0.88 0.88 1.11 0.57
ISA 35x35x3 3 2.03 1.6 0.95 0.95 2.55 2.55 2.3 2.3 3.6 0.9 1.05 1.05 1.33 0.67
ISA 35x35x4 4 2.66 2.1 1 1 2.5 2.5 2.9 2.9 4.7 1.2 1.05 1.05 1.32 0.67
ISA 35x35x5 5 3.27 2.6 1.04 1.04 2.46 2.46 3.5 3.5 5.6 1.5 1.04 1.04 1.31 0.67
ISA 35x35x6 6 3.86 3 1.08 1.08 2.42 2.42 4.1 4.1 6.5 1.7 1.03 1.03 1.29 0.67
ISA 40x25x3 3 1.88 1.5 1.3 0.57 2.7 1.93 3 0.9 3.3 0.5 1.25 0.68 1.33 0.52
ISA 40x25x4 4 2.46 1.9 1.35 0.62 2.65 1.88 3.8 1.1 4.3 0.7 1.25 0.68 1.32 0.52ISA 40x25x5 5 3.02 2.4 1.39 0.66 2.61 1.84 4.6 1.4 5.1 0.8 1.24 0.67 1.31 0.52
ISA 40x25x6 6 3.56 2.8 1.43 0.69 2.57 1.81 5.4 1.6 5.9 1 1.23 0.66 1.29 0.52
ISA 40x40x3 3 2.34 1.8 1.08 1.08 2.92 2.92 3.4 3.4 5.5 1.4 1.21 1.21 1.54 0.77
ISA 40x40x4 4 3.07 2.4 1.12 1.12 2.88 2.88 4.5 4.5 7.1 1.8 1.21 1.21 1.53 0.77
ISA 40x40x5 5 3.78 3 1.16 1.16 2.84 2.84 5.4 5.4 8.6 2.2 1.2 1.2 1.51 0.77
ISA 40x40x6 6 4.47 3.5 1.2 1.2 2.8 2.8 6.3 6.3 10 2.6 1.19 1.19 1.5 0.77
ISA 45x30x3 3 2.18 1.7 1.42 0.69 3.08 2.31 4.4 1.5 5 0.9 1.42 0.84 1.52 0.63
ISA 45x30x4 4 2.86 2.2 1.47 0.73 3.03 2.27 5.7 2 6.5 1.1 1.41 0.84 1.51 0.63
ISA 45x30x5 5 3.52 2.8 1.51 0.77 2.99 2.23 6.9 2.4 7.9 1.4 1.4 0.83 1.5 0.63
ISA 45x30x6 6 4.16 3.3 1.55 0.81 2.95 2.19 8 2.8 9.2 1.7 1.39 0.82 1.49 0.63
ISA 45x45x3 3 2.64 2.1 1.2 1.2 3.3 3.3 5 5 8 2 1.38 1.38 1.74 0.87ISA 45x45x4 4 3.47 2.7 1.25 1.25 3.25 3.25 6.5 6.5 10.4 2.6 1.37 1.37 1.73 0.87
ISA 45x45x5 5 4.28 3.4 1.29 1.29 3.21 3.21 7.9 7.9 12.6 3.2 1.36 1.36 1.72 0.87
ISA 45x45x6 6 5.07 4 1.33 1.33 3.17 3.17 9.2 9.2 14.6 3.8 1.35 1.35 1.7 0.87
ISA 50x30x3 3 2.34 1.8 1.63 0.65 3.37 2.35 5.9 1.6 6.5 1 1.59 0.82 1.67 0.65
ISA 50x30x4 4 3.07 2.4 1.68 0.7 3.33 2.3 7.7 2.1 8.5 1.2 1.58 0.82 1.66 0.63
ISA 50x30x5 5 3.78 3 1.72 0.74 3.28 2.26 9.3 2.5 10.3 1.5 1.57 0.81 1.65 0.63
ISA 50x30x6 6 4.47 3.5 1.76 0.78 3.24 2.22 10.9 2.9 11.9 1.8 1.56 0.8 1.64 0.63
ISA 50x50x3 3 2.95 2.3 1.32 1.32 3.68 3.68 6.9 6.9 11.1 2.8 1.53 1.53 1.94 0.97
ISA 50x50x4 4 3.88 3 1.37 1.37 3.63 3.63 9.1 9.1 14.5 3.6 1.53 1.53 1.93 0.97
ISA 50x50x5 5 4.79 3.8 1.41 1.41 3.59 3.59 11 11 17.6 4.5 1.52 1.52 1.92 0.97
ISA 50x50x6 6 5.68 4.5 1.45 1.45 3.55 3.55 12.9 12.9 20.6 5.3 1.51 1.51 1.9 0.96
ISA 55x55x10 10 10.02 7.9 1.72 1.72 3.78 3.78 26.3 26.3 41.5 11.2 1.62 1.62 2.03 1.06
ISA 55x55x5 5 5.27 4.1 1.53 1.53 3.97 3.97 14.7 14.7 23.5 5.9 1.67 1.67 2.11 1.06
ISA 55x55x6 6 6.26 4.9 1.57 1.57 3.93 3.93 17.3 17.3 27.5 7 1.66 1.66 2.1 1.06
ISA 55x55x8 8 8.18 6.4 1.65 1.65 3.85 3.85 22 22 34.9 9.1 1.64 1.64 2.07 1.06
ISA 60x40x5 5 4.76 3.7 1.95 0.96 4.05 3.04 16.9 6 19.5 3.4 1.89 1.12 2.02 0.85
ISA 60x40x6 6 5.65 4.4 1.99 1 4.01 3 19.9 7 22.8 4 1.88 1.11 2.01 0.85
ISA 60x40x8 8 7.37 5.8 2.07 1.08 3.93 2.92 25.4 8 29 5.2 1.86 1.1 1.98 0.84
ISA 60x60x10 10 11 8.6 1.85 1.85 4.15 4.15 34.8 34.8 54.9 14.6 1.78 1.78 2.23 1.15
ISA 60x60x5 5 5.75 4.5 1.65 1.65 4.35 4.35 19.2 19.2 30.6 7.7 1.82 1.82 2.31 1.16
ISA 60x60x6 6 6.84 5.4 1.69 1.69 4.31 4.31 22.6 22.6 36 9.1 1.82 1.82 2.29 1.15ISA 60x60x8 8 8.96 7 1.77 1.77 4.23 4.23 29 29 46 11.9 1.8 1.8 2.27 1.15
ISA 65x45x5 5 5.26 4.1 2.07 1.08 4.43 3.42 22.1 8.6 25.9 4.8 2.05 1.28 2.22 0.96
ISA 65x45x6 6 6.25 4.9 2.11 1.12 4.39 3.38 26 10.1 30.4 5.7 2.04 1.27 2.21 0.95
ISA 65x45x8 8 8.17 6.4 2.19 1.2 4.31 3.3 33.2 12.8 38.7 7.4 2.02 1.25 2.18 0.95
ISA 65x65x10 10 12 9.4 1.97 1.97 4.53 4.53 45 45 71.3 18.8 1.94 1.94 2.44 1.25
ISA 65x65x5 5 6.25 4.9 1.77 1.77 4.73 4.73 24.7 24.7 39.4 9.9 1.99 1.99 2.51 1.26
ISA 65x65x6 6 7.44 5.8 1.81 1.81 4.69 4.69 29.1 29.1 46.5 11.7 1.98 1.98 2.5 1.26
ISA 65x65x8 8 9.76 7.7 1.89 1.89 4.61 4.61 37.4 37.4 59.5 15.3 1.96 1.96 2.47 1.25
ISA 70x45x10 10 10.52 8.3 2.48 1.24 4.52 3.26 49.3 15.6 55.4 9.5 2.16 1.22 2.29 0.95
ISA 70x45x5 5 5 52 4 3 2 27 1 04 4 73 3 46 27 2 8 8 30 9 5 1 2 22 1 26 2 36 0 96
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 50/53
ISA 70x45x5 5 5.52 4.3 2.27 1.04 4.73 3.46 27.2 8.8 30.9 5.1 2.22 1.26 2.36 0.96
ISA 70x45x6 6 6.56 5.2 2.32 1.09 4.68 3.41 32 10.3 36.3 6 2.21 1.25 2.35 0.96
ISA 70x45x8 8 8.58 6.7 2.4 1.16 4.6 3.34 41 13.1 46.3 7.8 2.19 1.24 2.32 0.95
ISA 70x70x10 10 13.02 10.2 2.1 2.1 4.9 4.9 57.2 57.2 90.7 23.7 2.1 2.1 2.64 1.35
ISA 70x70x5 5 6.77 5.3 1.89 1.89 5.11 5.11 31.1 31.1 49.8 12.5 2.15 2.15 2.71 1.36
ISA 70x70x6 6 8.06 6.3 1.94 1.94 5.06 5.06 36.8 36.8 58.8 14.8 2.14 2.14 2.7 1.36
ISA 70x70x8 8 10.58 8.3 2.02 2.02 4.98 4.98 47.4 47.4 75.5 19.3 2.12 2.12 2.67 1.35
ISA 75x50x10 10 11.52 9 2.6 1.36 4.9 3.64 62.3 21.8 71.2 12.9 2.33 1.38 2.49 1.06
ISA 75x50x5 5 6.02 4.7 2.39 1.16 5.11 3.84 34.1 12.2 39.4 6.9 2.38 1.42 2.56 1.07
ISA 75x50x6 6 7.16 5.6 2.44 1.2 5.06 3.8 40.3 14.3 46.4 8.2 2.37 1.41 2.55 1.07
ISA 75x50x8 8 9.38 7.4 2.52 1.28 4.98 3.72 51.8 18.3 59.4 10.6 2.35 1.4 2.52 1.06
ISA 75x75x10 10 14.02 11 2.22 2.22 5.28 5.28 71.4 71.4 113.3 29.4 2.26 2.26 2.84 1.45
ISA 75x75x5 5 7.27 5.7 2.02 2.02 5.48 5.48 38.7 38.7 61.9 15.5 2.31 2.31 2.92 1.46
ISA 75x75x6 6 8.66 6.8 2.06 2.06 5.44 5.44 45.7 45.7 73.1 18.4 2.3 2.3 2.91 1.46
ISA 75x75x8 8 11.38 8.9 2.14 2.14 5.36 5.36 59 59 94.1 24 2.28 2.28 2.88 1.45ISA 80x50x10 10 12.02 9.4 2.81 1.32 5.19 3.68 74.7 22.1 83.3 13.5 2.49 1.36 2.63 1.06
ISA 80x50x5 5 6.27 4.9 2.6 1.12 5.4 3.88 40.6 12.3 45.7 7.2 2.55 1.4 2.7 1.07
ISA 80x50x6 6 7.46 5.9 2.64 1.16 5.36 3.84 48 14.4 53.9 8.5 2.54 1.39 2.69 1.07
ISA 80x50x8 8 9.78 7.7 2.72 1.24 5.27 3.76 61.9 18.5 69.3 11 2.52 1.37 2.66 1.06
ISA 80x80x10 10 15.05 11.8 2.34 2.34 5.66 5.66 87.7 87.7 139.5 36 2.41 2.41 3.04 1.55
ISA 80x80x12 12 17.81 14 2.42 2.42 5.58 5.58 101.9 101.9 161.4 42.4 2.39 2.39 3.01 1.54
ISA 80x80x6 6 9.29 7.3 2.18 2.18 5.28 5.28 56 56 89.6 22.5 2.46 2.46 3.11 1.56
ISA 80x80x8 8 12.21 9.6 2.27 2.27 5.73 5.73 72.5 72.5 115.6 29.4 2.44 2.44 3.08 1.55
ISA 90x60x10 10 14.01 11 3.04 1.55 5.96 4.45 110.9 39.1 127.3 22.8 2.81 1.67 3.01 1.27
ISA 90x60x12 12 16.57 13 3.12 1.63 5.88 4.37 129.1 45.2 147.5 26.8 2.79 1.65 2.98 1.27
ISA 90x60x6 6 8.65 6.8 2.87 1.39 6.13 4.61 70.6 25.2 81.5 14.3 2.86 1.71 3.07 1.28ISA 90x60x8 8 11.37 8.9 2.96 1.48 6.04 4.52 91.5 32.4 105.3 18.6 2.84 1.69 3.04 1.28
ISA 90x90x10 10 17.03 13.4 2.59 2.59 6.41 6.41 126.7 126.7 201.9 51.6 2.73 2.73 3.44 1.74
ISA 90x90x12 12 20.19 15.8 2.66 2.66 6.34 6.34 147.9 147.9 234.9 60.9 2.71 2.71 3.41 1.74
ISA 90x90x6 6 10.47 8.2 2.42 2.42 6.58 6.58 80.1 80.1 128.1 32 2.77 2.77 3.5 1.75
ISA 90x90x8 8 13.79 10.8 2.51 2.51 6.49 6.49 104.2 104.2 166.4 42 2.75 2.75 3.47 1.75
Moduli of
Section Height ThicknessProduct of
Inertia I Width (mm)
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 51/53
Zxx cm3
Zyy cm3
Column17 Column18 Column19 100 1002 6
24.7 24.7 104.4 100 100 10
29.2 29.2 121.6 100 100 12
15.2 15.2 65.7 100 100 6
20 20 85.8 100 100 8
23.1 10.4 50.7 100 65 10
14.2 6.4 32.5 100 65 6
18.7 8.5 42 100 65 8
23.6 13.8 64.7 100 75 10
27.9 16.3 74.9 100 75 12
14.4 8.5 41 100 75 619.1 11.2 53.4 100 75 8
30.1 30.1 140.6 110 110 10
35.7 35.7 164.5 110 110 12
43.7 43.7 197 110 110 15
24.4 24.4 115.1 110 110 8
36.3 14.2 89.9 125 75 10
22.2 8.7 56.7 125 75 6
29.4 11.5 74 125 75 8
37.8 22.9 135 125 95 10
44.8 27.1 157.7 125 95 12
23.1 14 84.5 125 95 6
30.6 18.5 110.6 125 95 8
42.7 42.7 238.3 130 130 10
50.7 50.7 279.9 130 130 12
62.3 62.3 337.8 130 130 15
34.5 34.5 194.2 130 130 8
54.9 33.8 241 150 115 10
65.3 40.2 283.6 150 115 12
80.4 49.4 342.8 150 115 15
44.2 27.2 195.9 150 115 8
56.9 56.9 368.2 150 150 1067.7 67.7 435 150 150 12
83.5 83.5 529.1 150 150 15
98.7 98.7 616 150 150 18
51.6 14.5 116.2 150 75 10
61.2 17.1 135.2 150 75 12
41.7 11.8 95.5 150 75 8
92.8 26.2 284.8 200 100 10
110.6 31.1 335.3 200 100 12
136.5 38.3 405.4 200 100 15
98.3 58.3 564.1 200 150 10
117.4 69.6 669.1 200 150 12145.4 86 818.5 200 150 15
172.5 101.9 958.1 200 150 18
122.2 122.2 1058.9 200 200 12
151.4 151.4 1301.2 200 200 15
179.9 179.9 1530.5 200 200 18
243.3 243.3 2015.7 200 200 25
(mm) (mm)Inertia Ixy
cm4
Width (mm)
0.3 0.3 0.2 20 20 3
0.4 0.4 0.3 20 20 4
0.4 0.4 0.4 25 25 3
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 52/53
0.4 0.4 0.4 25 25 3
0.6 0.6 0.6 25 25 4
0.7 0.7 0.7 25 25 5
0.6 0.3 0.4 30 20 3
0.8 0.4 0.5 30 20 4
1 0.4 0.6 30 20 5
0.6 0.6 0.8 30 30 3
0.8 0.8 1 30 30 4
1 1 1.2 30 30 5
0.9 0.9 1.3 35 35 3
1.2 1.2 1.7 35 35 4
1.4 1.4 2.1 35 35 5
1.7 1.7 2.4 35 35 6
1.1 0.5 0.9 40 25 3
1.4 0.6 1.2 40 25 41.8 0.7 1.4 40 25 5
2.1 0.9 1.6 40 25 6
1.2 1.2 2 40 40 3
1.6 1.6 2.6 40 40 4
1.9 1.9 3.2 40 40 5
2.3 2.3 3.7 40 40 6
1.4 0.7 1.5 45 30 3
1.9 0.9 1.9 45 30 4
2.3 1.1 2.3 45 30 5
2.7 1.3 2.7 45 30 6
1.5 1.5 2.9 45 45 32 2 3.8 45 45 4
2.5 2.5 4.6 45 45 5
2.9 2.9 5.4 45 45 6
1.7 0.7 1.7 50 30 3
2.3 0.9 2.3 50 30 4
2.8 1.1 2.7 50 30 5
3.4 1.3 3.1 50 30 6
1.9 1.9 4.1 50 50 3
2.5 2.5 5.3 50 50 4
3.1 3.1 6.5 50 50 5
3.6 3.6 7.6 50 50 6
7 7 15.1 55 55 10
3.7 3.7 8.6 55 55 5
4.4 4.4 10.1 55 55 6
5.7 5.7 12.8 55 55 8
4.2 2 5.8 60 40 5
5 2.3 6.8 60 40 6
6.5 3 8.5 60 40 8
8.4 8.4 20.1 60 60 10
4.4 4.4 11.3 60 60 5
5.2 5.2 13.3 60 60 66.8 6.8 16.9 60 60 8
5 2.5 8 65 45 5
5.9 3 9.4 65 45 6
7.7 3.9 11.8 65 45 8
9.9 9.9 26.2 65 65 10
5.2 5.2 14.5 65 65 5
6.2 6.2 17.2 65 65 6
8.1 8.1 22 65 65 8
10.9 4.8 15.5 70 45 10
5.7 2.5 8.9 70 45 5
7/14/2019 ANGLE AND PLATE FRAMED CONNECTION FOR SHEAR.xlsx
http://slidepdf.com/reader/full/angle-and-plate-framed-connection-for-shearxlsx 53/53
6.8 3 10.5 70 45 6
8.9 3.9 13.2 70 45 8
11.7 11.7 33.3 70 70 10
6.1 6.1 18.4 70 70 5
7.3 7.3 21.7 70 70 6
9.5 9.5 27.9 70 70 8
12.7 6 20.9 75 50 10
6.7 3.2 11.8 75 50 5
8 3.8 13.9 75 50 6
10.4 4.9 17.7 75 50 8
13.5 13.5 41.7 75 75 10
7.1 7.1 22.8 75 75 5
8.4 8.4 27 75 75 6
11 11 34.8 75 75 814.4 6 22.9 80 50 10
7.5 3.2 12.9 80 50 5
9 3.8 15.2 80 50 6
11.7 4.9 19.3 80 50 8
15.5 15.5 51.4 80 80 10
18.3 18.3 59.2 80 80 12
9.6 9.6 33 80 80 6
12.6 12.6 42.7 80 80 8
18.6 8.8 37.8 90 60 10
22 10.3 43.3 90 60 12
11.5 5.5 24.5 90 60 615.1 7.2 31.5 90 60 8
19.8 19.8 74.5 90 90 10
23.3 23.3 86.5 90 90 12
12.2 12.2 47.2 90 90 6
16 16 61.5 90 90 8